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HomeMy WebLinkAbout32220-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-32652 Date: 10/04/07 THIS CERTIFIES that the building ADDITION & ALTERATION Location of Property: 1175 WEST (HOUSE NO.) County Tax Map No. 473889 Section 70 HILL RD (STREET) Block ~ SOUTHOLD (HAMLET) Lot 23 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JULY 17, 2006 pursuant to which Building Permit No. 32220-Z dated JULY 19, 2006 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ALTERATION & DECK ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to DONNA WEXLER (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 113828C 07/24/07 PLUMBERS CERTIFICATION DATED N/A Signature Rev. 1/81 ~\ Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 " Il~ JUN I 3 -, APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Departmel1twith the followiug: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/1 0 of 1 % lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: I. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C~ . ~ 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwellin $25.00 Alterations to dwellin~ Swimming pool $25.00, Accessory building $25.00, Additions to accesso ilding $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 (;. I).. '0 i- Date. Location of Property: \\~ House No. / W,<-S,"- \-\ ~ ~ Sn~D\~ Street ~cJ'(\~o. ~'(\~ 112> New Construction: Old or Pre-existing Building: ( check one) ""L\ \ \\q~~~~ Hamlet Owner or Owners of Property: Block ~ Lot Filed Map. Lot: Applicant:~~ ~"'<Cy Underwriters Approval: ~ ( C\, I d-~ Suffolk County Tax Map No 1000, Section Subdivision Permit No. 3oIRd- 0 1- Date of Permit. Health Dept. Approval: '"" I ~ Planning Board Approval: ~O- Request for: Temporary Certificate Final Certificate: ../' ( check one) Fee Submitted: $ ~ ~.17\~O (o.c3J1P5Q / 8-\ ~ "::, ~,\1--' CJ'i- ~~~iJ Applicant Signature FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 32220 Z Date JULY 19, 2006 permission is hereby granted to: DONNA WEXLER 1175 WEST HILL RD SOUTHOLD,NY 11971 for : CONSTRUCTION OF DECK REPAIR TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR ~ at premises located at 1175 WEST HILL RD SOUTHOLD County Tax Map No. 473889 Section 070 Block 0004 Lot No. 023 pursuant to application dated JULY 17, 2006 and approved by the Building Inspector to expire on JANUARY 19, 2008. Fee $ 150.00 ~, j'~7-- (JL Authorized Signature ORIGINAL Rev. 5/8/02 James F. King, President Jill M. Doherty, Vice-President Peggy A. Dickerson Dave Bergen Bob Ghosio, Jr. Town Hall 53095 Route 25 P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0234C Date August 6, 2007 Rev. October 3, 2007 THIS CERTIFIES that the stone wall, deck, addition to dwelling, sanitary svstem, and drivewav At 1175 West Hill Rd., Southold, New York Suffolk County Tax Map # 70-4-23 Conforms to the application for a Trustees Permit heretofore filed in this office Dated 10/21/05 pursuaut to which Trustees Permit #6260 Dated 12/21/05 Was issued, and couforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for a stone wall, deck, addition to dwelling, sanitarv svstem, and drivewav The certificate is issued to DONNA WEXLER owner of the aforesaid property. r~~ Authorized Signature , Board Of SoutholdTown Trustees SOUTHOLD, NEW YO.RK PERMIT NO. . G...2~9.... DATE: ..J?_~c;..21.....4005 . DONNA WEXLER ISSUED TO ..................~.............._...:....................................... .... ................................. ............ 1\utl1nri!utintl Pur~udnt to lh-e provls!otl5 of Chapter 615 of tho Laws of the. State of New York, 18931 and Chapter 404 of tho laws of the . State of New York 19~2; and the SoUtholcl To"';'n Ordinance en- tltlod!'REGULA'llNGAND .THE.PLACING OFClBS.T.R.UCrlO~S IN AND ON TOWN WATERS ANI> PUIlUC LANDS and. the REMOVAL OF SAND, GRAVEL. OR OTHER MATERlALS-.t:-i.OM LANDS UNDER TOWN . WATERS;!.:. and 'n accordance with .the Resolution of The Board adopted at a meeting held on ..P..e.c.....ZL.. . 2.Q.Q?., and in consideration of the sum of $?,?.O'.!.QQ..... ... p41d by .. ...........~'?'-:l'-:l". .Y~ X.:h.'?.L............ ... .......... ............. ..................... ... of .....S.'?':'~Eo.~9.......................... N. Y. and subloct to the Terms and Conditions listed .on the roverse side hereof. of Southold Town' Trustees. authorh:es and permits the following:. Wetland Permit to construct an addition to the existing dwelling, repair the eXisting deck and construct a new deck, relocate the sanitary system. maintain the existing driveway. and construct stone walls at the north entry, with the condition of containing all runoff In drywalls. and the placement of haybales during constru.ctlon. and al! as depleted In the plans drawn by Ira Haspel Architect last dated 10-18-05. all in Gccardance with the detailed specifications as prewnted In . the originating application. . IN WITNESS WHEREOF. The said Board of Tru$tees here- by causes hs Curporat~ SOl! fo be ilff1~ed. '~l1d .~,es" pre~enk to be subscribod .by :".'!\&lo.rHy of fu{, $l\l~j 60llrd u r.>f tills dlltD. 32--2--- }.-oc TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION ] FOUNDATION 1 ST [ ] ROUGH PLBG. ] FOUNDATION 2ND [ ] IN LATION ] FRAMING I STRAPPING [ ] FIREPLACE & CHIMNEY [] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRIJCnON [ ] FIRE RESISTANT PENETRATION REMARKS: h,jlilf- 4- /"Z.LJ ~IL ~J~ L Uc)t:L. WH- k . - DATE '97 If} i' INSPECTOR ~l-';Y yO -;v TOWN OF SOUTH OLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] FOUNDATION 2ND [ ] FRAMING I STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION REMARKS: [ ] ROUGH PLBG. [ ] IN,.n:ATION [~N~ [ ] FlaE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRAnON DATE ~/t{ I 07 / l INSPECTOR :31-.:2-1--0..c-- TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] ~LATION [ ] FRAMING/STRAPPING [/lFI~~~~ [ ] FIREPLACE & CHIMNEY [] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CON$1RUC11ON [ ] FIRE RESISTANT PENETRAnoN REMARKS;':-*,!! L ~,;~ eN _ rD AJ _~ ~y,c.--. ~ J;;;- .1-- #u y,d I r ~ Ur;f;JsP~ :c- ~~(~f3.-" DATE 6r? I INSPECTOR J ~'J-~ :z- TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [] ROUGH PLBG. [ ] FOUNDATION 2ND [?'(INSULATION [ ] FRAMING I STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: '- -I::n A /(A- rJ- ~c # rJort.~ J;co~ oJ- ~ ~. ~~~~~.~~ 1/-9-'[ -0' DATE INSPECTOR ~.~ J ';--d- "J-o :z....... TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [] ROUGH PLBG. [ ] FOUNDATION 2ND [] INSULATION p<r FRAMING I STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: . ~t ~ ~ J-~ ~' vf<~ v . ~ i::;K 1iL~ c {) :..-e- ~, /(-?o -ot INSPECTOR~RL- DATE FOUNDATION (1ST) COMMENTS ~ II/If), ~i I v I , ",,- r\.l~ .1 i ,-.,c;).. f'J/~ ..~ . .~ I . :::z ~9 FIELD INSPECTION REPORT DATE "------------------------------------ FOUNDATION (2ND) INSULATION PER N. Y. STATE ENERGY CODE . /I ~ '21\_ 6[., 111 UPJ. _. I- 1\ r'}.f ~ l, L- V \\ --)fl"; h h ,n I L, 1\ u'uo')o. 1.11 A '" , V .. Jf,. /l~ -J. ",.,0) Dr- 1 rJ " f,A ., _d Go. ) Ow I". '.:.. n :.. 1> 1 .LUA'A/. J 11 J. rt C '" LA 1. , J..r-t;';" """;/.LJ IJ.- "..... '''M )t ~ ~~ 'no1. h^' 'jJc?~ , ~)t-~ \ t.1-q, 0/. rf'V; ~ 1.1 - ~.L . f) ~(). .02P IU1 c...~-f . -. . ../ V ~ ('~ ~~~ ~ , . e:: - f(~1A ~.p Lft-- rp;:r./J r....-.-.. ~ ~.I~ ~ ~.^" "'- 01- t:f-.... .'h .If), j, -(I Pl..... ~V J L,n.. L.. v 011. A~...//J'V< Ifl"" ~ ~ sh ~),. r-- J>.k.A ..1._ \ . . ROUGH FRAMING & PLUMBING L , ~ 1"1 t"li... Q... tJ,0 .L ~d tlV1I t I Jl';V, (~^ /"',11.' \. D. c' . ~ I I (C;v/~.~;.""L,'" ~,~+./, ilT/" 'g Pc! Il"\d.V&; '11~~l - ~ 'U / r .~ //1 7 /':.,.;.# ,C,._. __'II /..,,,,,0 /L./L'I. I ...I ...,.....- 'l ./ 7 //. h? h:A.. JJ. j) M [ 1'/ fJ, h .\ f};:J c.G A - 7'?J V / ~. '. r ~''.-.MI\ /" /''D.l (./.S-r- f:vs,A~_....::: ,..r . A .. -.,. It: ~;:\ L . . ,/ ~ / ,W -1_1/.:->../ /7 / ,...."..... - FINAL "IJ 0<\ , (,/11/0 ..... /1 ~ ""'. d' ONAL CO S . . , _t'l ...........~ .::c,~ 4 ~ ..' II: t'l g ~~ ~ . . . '. ItZr6 - 7() - v- 23 OWNER SEAS. LAND IMP. 1'2- 0 0 - cr:ri) ]/yr; D ;1, co 0 / tJ c) /<rD S".)DO 00 Tillable Woodland ~\aItd ~ Plat rotal '<. ------ 1 -- - 7t1-=-zg TOWN OF SOUTHOLD PROPERTY RECORD CARD ......... ,..... -- VILLAGE DIST. . SUB. LOT ~ :.2.._..../ ~.l .,~ - j E ;l/S- ACR. .'f~ TYPE OF BUILDING S W VL. FARM COMM. CB. MICS. Mkt. Value Z?t-r;,;~' -,; /.' " , TOTAL DATE REMARKS .:. '" o-v-6 FRONTAGE ON WATER FRONTAGE ON ROAD DEPTH BULKHEAD .. ------. - ~ r~ ," ~OLOR NITt.;PAL- TRIM W H r' T C ;;1 " J, --1--- ~: '" ". .. f- :~ 3'- 'Y. t' "- ~ fiN "'/ , 0 , , ~-4 ,:L1...,l / "'. ,,\ j ~ Ext_ion , Ifv. 8 , .. S' x.'iJ - '0 II 'l. n (2,A'R.<.lNDER" ")'-/'/,3'1:. 'if:J 3" S' if.? 00 .3 5"'0 .3 J '1;l M. Bldg. Extension " ~ , Extension Foundation CI3 Bath 'Z. Dinette Peioch-kcK. "- Basement FilL L- Floors 5", 1&1> ' K. / /) )( u''?,.. : ... ~ <> iben , / 7 7 Ext. Walls t,)o/J'D Interior Finish LR. /' '" ;;.. r ' _'" 1> i 7/0 ... Sf( OJ , e.D 25 WALL Breezeway I Fire Place YF$ Heat r fit:) DR. , Garage J Type Roof Rooms 1st Floor SR. Patio . Recreation Room Rooms 2nd Floor FIN. S O. ,8. / Dormer Driveway T'qfal .' ..,.s~1.v TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www.northfork.net/Southold/ PERMIT NO. BUILDING PERMIT APPLICATION CHECKLIST Do you ha~r need the following, before applying? """oard of Health 4 sets of Building Plans Planning Board approval -.-survey '3,.)-~dO.v Check Septic Form vN.Y.S.D.E.C. -1 rustees Contact: Mail to: Approved Disapproved ale 7/lr ,2011L 7)17.20A- ( Examined Phone: Expiration II /1 , 20~ t r"l--;;;-~;--" :.' .r I:'!' I. ~ " II. ...... ,', '....', .f~ Inspector JUll7 APPLICATION FOR BUILDING PERMIT L Date ~. tq. o?, ,20_ INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of South old, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. ~~"o V 'w..l~2\1 (Sigllature of applicant or' name, if a corporation) . \\~ l-,--)e~ \\.Q~ ~. ~~$a~li~d~SSe{~clant) State_whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber o{hcilde0 lOYv\ ty\..t..O..<.<l.\ 6 h. )\. \1>..::Jl.:" . ) Name of owner of premises ~~ ~(Q '< (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: JL~ WeJJ.- \~ \'<.D. ~.~ House Number Street 1~3'b-G4 County Tax Map No.1 000 Section Subdivision _A\~r.lv~ (Name) '=t0s-- q 300 ~ '1 Hamlet " Lot d.5 Lot ~-o Block A.f Filed Map No. .~. -" ~ g-s g- ! O(jO 2. State existing use and occupancy of PIfmises and i tend!;d use and occupancy of prop a. Existing use and occupancy ~ <::s>.- - b. Intended use and occupancy ~ 3. Nature of work (check which applicable): New Building Repair V Removal Demolition Addition o.ther Work Alteration 1"'------ 4. Estimated Cost -l0. ..."..,t. ~J_ 5. If dwelling, number of dwelling units If garage, number of cars (Description) Fee (0 {)CO .-- I (To be paid on filing this application) Number of dwelling units on each floor l \ 6. Ifbusiness, commercial or mixed occupancy, specify nature and extent of each type of use. -' ./" 7. Dimensions of existing structures, if any: Front Height (& / Number of Stories Rear ~::; Depth c>2oo ~~or I ~&. ~~ \""'1\ Dimensions of same structure with alterations or additions: Front ~. Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front ~ Height Number of Stories Rear Depth 10. Date of Purchase ..-. [60 (., /6~ I Rear ko ./ Depth ./ ~(r") 9. Size oflol: Front 11. Zone or use district in which premises are situated Name of Former o.wner ~ A/ ~ ~{,-~1) . 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO. * 13. Will lot be re-graded? YES_ No.-t- Will excess fill be removed from premises? YES_ NO,b._ . VJl. ~ . 14. N=~ "fO~~ O~=i"~~~dd=' \ I:l:>: lJ.... ~h"", No. .,..-- 93.0 Name of Architect .) ~ Addres h ~ l' Phone No_"J I iI-~75Y- S-7"l?7 Name of Contractor ;;: r~ ~ -0--.. ddre~\ql/qfPO~ PhoneNo.:Sll"G3s-. 3/'~ ~~ 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO. * IF YES, So.UTHo.LD To.WN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. ~_ ~ ~ b. Is this property within 300 feet of a tidal wetland? * YES_No._ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. ~ _ ~ ~ 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ) I~. ~ ~~ being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the OUSVI.'l. V-- (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. ~n._ '-"J~~~ Signature of Applicant MELANIE OOROSKI NOTARY PUBLlCbStatP of New'1lltlc No. 010 4634870 Oualifl8d in Suffolk County 1 Convnlssion Expires.September 30~'O ~ ... II New York State Department of Environmental Conservation Division of Environmental Permits, Region One 13uildin9 40 - SUNY, Stony Brook, New York 11790-2356 Phone: (631) 444-0365 . FAX: (631) 444-0360 Web site: www.dec.state.ny.us ~ ... ~ Denise M. Sheehan Acting Commissioner LETTER OF NON JURISDICTION - ARTICLE 25 December 5, 2005 Ms. Donna 1. Wexler 200 Castle Hill Road Cutchogue, NY 11935 Re: Application #1-4738-03511100001 1175 West Hill Road, SCTM.# 1000-70-4-23 Dear Ms. Wexler: Based on the information you have submitted and a review by our technical staff, the Department of Environmental Conservation has determined that: The property landward of the bulkhead greater than 100 feet in length and constructed prior to 8/20/77 as shown on the survey prepared by John C. Ehlers last revised 08/03/05 is beyond Article 25 (Tidal Wetlands Act) jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a IS' t,o.-1,Q'.wide construction area) or erecting a temporary fence, barrier, or hale bay berm. ~ ", John Wieland Permit Administrator Please note that this letter does not relieve you of the responsibility permits or approvals from other agencies or local munic' alities. cc: BMHP file ,. ., f"j'HJ ~ "'" ~.,:. JR', , .....O(i1.. "0' 0'_", _ . . ". " ,',. . . .....:t.... .' . 11;~;(1' (tf)/i,. . ~. .: '.',;-.: ,'='T"r C) ..~- 0' -, .i'-' ,'., ~.,.:J C) . .;.1: .':;.'. , .~; .'''i'' ....1 '';' . ~ . .. r., +:., ;:..).' :," ;{",~::t, "S;:. :.r.';'l. ~... . :.'1 -;. ( .) 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"';.- :,..... ~~,-;;;:.:: ---. ~"" ..~~....., . j, Permit # Permit Date REScheck Software Version 3.7 Release 1b Compliance Certificate Project Title: wexler Report Date: 10/10/06 Energy Code: New York State Energy Conservation Construction Code Suffolk County. New York Detached 1 or 2 Family Non-Electric 20% 5750 Location: Construction Type: Heating Type: Glazing Area Percentage: Heating Degree Days: Construction Site: 1175 west hili sl. southold, NY Owner/Agent: Designer/Contractor: Compliance Passes MdXllrlU111 UA 45 YOlII Horn~~ UA 40 -~> 11.1% Better Than Code (UA) Assembly ..... Ceiling 1: Cathedral Ceiling (no attic): Wall 1: Wood Frame. 16M a.c.: Window 1: Wood Frame:Double Pane with Low-E: Door 1: Glass: Floor 1: All-Wood JoistITruss:Over Outside Air: 142 38.0 0.0 4 288 21.0 0.0 13 19 0.340 6 38 0.350 13 142 38.0 0.0 4 Statement of Compliance: The proposed building represented In this document Is consistent with the building plans, specifications. and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of hislher knowledge, belief, and professional judgment, such plans or specifications are in compliance with this Code. ~~S O~'WL '\) \ -ul()f ~ Builder/Designer Company Name wexler Page 1 of 4 .. REScheck Software Version 3,7 Release 1b Inspection Checklist Date: 10/10/06 Cemngs: o Ceiling 1: Cathedral Ceiling (no attic). R-38.0 cavity insulation Comments: Above-Grade Walls: o Wall 1: Wood Frame, 16' o.c., R-21.0 cavity insulation Comments: Windows: o Window 1: Wood Frame:Double Pane with Low-E, U-factor: 0.340 For windows without labeled U-factors, describe features: #Panes _ Frame Type Thermal Break? _ Yes _ No Comments: Doors: o Door 1: Giass, U-factor: 0.350 Comments: Floors: o Floor 1: All-Wood JoistITruss:OVer Outside Air, R-38.0 cavity insulation Comments: Air Leakage: o Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. o Recassed lights must be 1) TypelC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5' clearance from combustible materials. If non-Ie rated, the fixture must be installed with a 3" clearance from insulation. Vapor Retarder: o Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. Materials Identification: D Materials and equipment must be installed in accordance with the manufacturer's installation instructions. o Materials and equipment must be identified 50 that compliance can be determined. o Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. o Insulation R.values and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: D Supply ducts in unconditioned attics or outside the building must be insulated to R~8. D Return ducts in unconditioned attics or outside the building must be insulated to R-4. D Supply ducts in unconditioned spaces must be insulated to R-8, D Return ducts in unconditioned spaces (except basements) must be insulated to R. o Return ducts in unconditioned spaces (except basements) must be insulated to R.2. , Insulation is not required on return ducts in basements. Duct Construction: o All joints, seams, and connections must be securely fastened with welds. gaskets. mastics (adhesives), mastic-plus--embedded-fabric, or tapes. Tapes and mastics must be rated UL 181A or UL 1818. wexler Page 2 0'4 . Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. W.g. (500 Po). o The HVAC system must provide a means for balancing air and water systems. Temperature Controls: o Each dwelling unit has at les8t one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: o Separate electric meters are required for each dwelling unit. Fireplaces: o Fireplaces must be installed with tight fitting non-combustible fireplace doors. o Fireplaces must be provided with a source of combustion air, as required by the Fireplace construction provisions of the Building Gode of New York State. the Residential Gode of New York State or the New York City Building Cods, as applicable. Service Water Heating: o Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. o Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: o Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: o All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Hosting and Cooling Piping Insulation: o HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F must be insulated to the levels in Table 2. wexler Page 3 014 . Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness In Inches by Pipe Sizes Heated Water Temperature (OF) 170-180 140-169 100-139 Non-Circulatlng Runouts Circulating Mains and Runouts Upt01" 0.5 0.5 0.5 Up to 1.25" 1.0 0.5 0.5 1.5" to 2.0" 1.5 1.0 0.5 OVer 2" 2.0 1.5 1.0 Table 2: Minimum Insulation Thlcknass for HVAC Pipes Piping System Types Heating Systems Low PressurefTemperature Low Temperature Steam Condensate (for feed water) Cooling Systems Chilled Waler. Refrigarant and Brine Fluid Temp. Range(OF) Insulation Thickness In Inches by Pipe Sizes 2"Runouts 1"and Less 1.25" to 2.0. 2.5" to 4" 201-250 120-200 Any 1.0 1.5 1.5 2.0 0.5 1.0 1.0 1.5 1.0 1.0 1.5 2.0 0.5 0.5 0.75 1.0 1.0 1.0 1.5 1.5 40-55 Below 40 NOTES TO FIELD: (Building Dapartment Use Only) wexler Page 4 of 4 . Albert J. Krupski, President James King, Vice-President Artie Foster Ken Poliwoda Peggy A. Dickerson Town Hall 53095 Route 25 P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD December 21, 2005 Ms. Donna Wexler 1175 W. Hill Road Southold, NY 11971 Re: 1175 W. HILL ROAD, SOUTHOLD SCTM# 70-4-23 Dear Ms. Wexler: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, December 21, 2005 regarding the above matter: WHEREAS, DONNA WEXLER applied to the Southold Town Trustees for a permit under the provisions of Chapter 97 of the South old Town Code, the Wetland Ordinance of the Town of Southold, application dated October 21,2005, and WHEREAS, said application was referred to the Southold Town Conservation Advisory Council for their findings and recommendations, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on December 21, 2005 at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the proposal complies with the standards set forth in Chapter 97 of the South old Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the nealtn, sareTy aria general Welrare oTtne people onne town, . . . 2 RESOLVED, that the Board of Trustees approve the application of DONNA WEXLER to construct an addition to the existing dwelling, repair the existing deck and construct a new deck, relocate the sanitary system, maintain the existing driveway, and construct stone walls at the north entry, with the condition of containing all runoff in drywells, and the placement of haybales during construction, and all as depicted in the plans drawn by Ira Haspel Architect last dated 10-18-05. Permit to construct and complete project will expire two years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of $50.00 per inspection. (See attached schedule.) This is not a determination from any other agency. Fees: $100.00 Very Truly Yours, ~.19 ~'0" Albert J. Krupski, Jr. President, Board of Trustees AJKlhkc I"'...... f n~ ili i . ~ Inl i ~ . I [I il ~ I j iUUiilU 11~"hHr .il l".f 'a'lrr.to ~ iIJiJillJ I I , L , LJ I ~ ~ w < -:- (IJ ~ ~ 6m ~ ~ ~ . z < , m> I ..., ::E z I' ~ <. '" ~~ ,I $ ~ m I " . , . ~ ~ - :d - .::r: II . ....~ 'aID . -, II-"'----J l I ::: ::iE ~ cn~l~i 0::;: r- em m, -l (J) :::0', is -i ~:::o '" r;!; rn " O~~CJ Z;ci'lm -<O~:Z )> 0 o m or o Z In ~ C ~ (5 z " o o c ;:: m z -l In J > . Z '=' ::tl= -- 17.1'""3 ",,,, ::tl-o 8>: >z "" ::tl > il:: 02' -- I -- . I I . . z > ~ ~ I . I ij' I ~ 100,00' EXISTING WATER METER TO REMAIN West yZ ~(\) ---- (\)---- (j) ROOd ". f--; i/ / LOT SQUARE FOOTAGE = 20,466 S.F. ALLOWABLE LOT COVERAGE = 20% OR 4093.2 S.F. ACTUAL LOT COVERAGE = 19.56% OR 4,003.73 S.F. FIRST FLOOR HOUSE EXISTING TO REMAIN ADDITIONS TOTAL FIRST FLOOR 2136.69 S.F. 723.60 S.F. 2662.29 S.F. r-~~-~ / '. ". 8~...... ''''-'IeI(' ~~--~~---~~- --~~ ~~~- . ~---~~ ~-~~~ FIRST FLOOR DECKS EXISTING DECK TO REMAIN NEW DECKS TOTAL DECK & a -/::;,.0 C'\ <:::5' c::s hi , , " ,,~ ,\cr~_L~' ~./LP Y II ,:, / I Y 735.00 S.F. 406.44 S.F. 1141.44 S.F. ~~--~ EXISTING SANITARY SYSTEM TO BE RELOCATED ,'. " rEXISTING WATER ,: SUPPLY LINE TO ,: REMAIN ! 1 i;/'/ ::>1 [JI 1 / 1 / / / / i i -~ / I ----__. I -/ ,~i ."", NEW HOUSE TOTAL FIRST FLOOR 2,662.29 S.F. SECOND FLOOR 2,525.66 S.F. TOTAL 5,366.15 TOTAL S.F. @. Lot ;: Lot 7 , , ~d o( g; Lul / (I),> J, /( "@). - -~ -:j YjOi ,~ . ""~ DRAINAGE RING SEE CALCS .-...........--. ----- - --- ''''''''' ! \, 9J(/Sfi " 1lg Slo~ -"-" "6 '" / <t.,lIV9"'aS~8053'A /// - - / ~ ~(J''E; l <./, OCf 0)/ !l(; Or 00f PROPOSED SITE PLAN ~ SCALE: 1"=10'-0" ". -~-~ & ,a & - DRAINAGE RING SEE CALCS & -/::;,.0 C'\ <:::5' a hi Lot j IRS .1 NOTES " This map is for use in administering the Na~ ..iot1 Insurance Program: It does not necessarily identify all areas subject toftoodirtJ, particularly from local drainage sources of small size. or all planimetric tfatures outside Special Flood Hazard Areas. The community map repository Ihould be consulted for possible updated flood hazard information prior to uselof this map for property 'I.! purchase or construction purposes. Coastal base flood elevations apply only landward of O.O! National Geod~tjc Vertical Datum of 1929 (NGVDI, and include the effects of wa.., action; these elevations may also differ significantly from those developed bv the National Weather Service for hurricane evacuation planning. Areas of special flood hazard (100-year flood I include ~nes A, AE, AH, AD, A99, V, and VE Certain areas not in Special Flood Hazard Areas ma~ be protected by flood control structures. I , Boundaries of the floodways were computed at cross _ tiQns and interpolated between cross sections. The floodways were based on hydraulic considerations with regard to requirements of the Federal Emergen , Management Agency. Floodway widths in some areas may be too narrow to how to scale. Floodway widths are provided in the Flood Insurance Study Re rt. Corporate limits shown on this map are based on th best data available. The user should contact appropriate community officials to rerify the corporate limit delineations shown on this map. i i For community map revision history prior to countywide 'napping, see section 6.0 of the Flood Insurance Study Report. For adjoining map panels see separately printed Map:. Index, DIGITAL DATA AVAILABIUTY: Digital files containjn~' the thematic floodplain information shown on these maps are published by:the Federal Emergency . Management Agency in DLG-3 Optional format on CD-~ROM. Requests for data should include the full name of the community or J ounty and the Flood Insurance Rate Map panel numbers covered by the request. Contact the Federal Emergency Management Agency, Map Se ce Center,6730 Santa Barbara Court, Baltimore, Maryland 21227-5832. Telep one 1-800-358-9616. NOTE: The coordinate system used for the produ on of this Flood Insur- ance Rate Map (FIRMI is Universal Transverse Mercato (UTM), North American Datum of 1927 (NAD27), Clarke 1866 spheroid. Com r coordinates shown on the FIRM are in latitude and longitude referenced to the Universal Transverse Mercator projection, NAD27, Differences in the datum nd spheroid used in the production of FIRMs for adjacent counties may r suit in slight positional differences in map features at the county boundarie. '. These differences do not affect the accuracy of the information shown 0 1 the FIRM. ATTENTION: Flood elevations on this map are refe enced to the National Geodetic Vertical Datum of 1929. These flood elevati :>ns must be compared to structure and ground elevations referenced to the me datum. For infor- mation regarding conversion between the National odetic Vertical Datum of 1929 and the North American Vertical Datum of 1_, ,contact the National Geodetic Survey at the following address: Vertical Network Branch, N/CG13 National Geodetic Survey, NOAA Silver Spring Metro Center 3 1315 East-West Highway Silver Spring, MarvlJnd 20910 1301: 713-3191 ,. BASE MAP SOURCE: Transportation features were ovided in digital format and copyrighted by the New York State Department of rransportation (NYS~OT). The digital files were compiled at a scale of 1:24,000 f m NYSDOT 7.f~-mlnute quadrangle maps and updated using aerial photogra ny. Users of th~~ FIRM should be aware that minor adjustments may have b ) made to speCifiC road locations. COASTAL BARRIER , 10-01-83 Coastal Barrier : FLOOD INSURANCE NOT AVAILABLE FOR STRUCTU~ES NEWLY BUILT OR SUBSTANTIALLY IMPROVED ON OR AFTER OCTO R 1. 19B3, IN DESIG- NATED COASTAL BARRIERS. ! ___.1 B__":_.. ,- --, I ZONE X 72026' 15" 4,003' 45" ~() 01"6 ~OPP '-'i>J'l ZO IE X " ". Z " o Town of Southold 360813 ZONE X DR ZONE X ACKERLY POND LA PINE NECK ~ m "~- S ZONE X AVE '" cUSTER 0- u 0- " 0 0 \: <i 0- m <r '" 0 m ~ W '" "' CLEARVIEW <r ~ '" '" '" - - _ - - - _ _ - - - LEGEND 6ENERAL NOTES: LUMBER: �\ (( 1 I. Design and construction shall comply with the latest edlHone of the Wood Frame EXISTING, CONSTRUCTION TO REMAIN I. All work to comply with the latest building and energy code Construction Manual (High Wind Edition), National Forest Products A55oclatlon, I/ II - _ - FASTING CONSTRUCTION TO BE REMOVED requirements for New York State, the Town of 5outhold, and any other American Institute of Timber Construction, American Plywood Associations Manuals, `I P authorities having Jurl5dlctlon American Forest 6 Paper Assoclatlon, and the American Wood Goundl. 2. All work to comply with the Prescriptive De5lgn Criteria as set 2. All plywood shall comply with U5 Product Standard P5I (Douglas Fir, Larch, or = / EXISTING EXISTING EXISTING DEMOLITION NOTES forth In the American Forest and Paper Association Wood Frame Southern Pine) M. BATH �I __ BEDROOM #3 II BEDROOM #2 Construction Manual for One and Two Family Dwellings (High Wlnd 3. Unless otherwise noted, all structural lumber to be #1 Douglas Fir or 01 5outhern I UNLESS OTHERWISE NOTED, Edition). Pine and shall be free of any defect5 which may affect Its structural Integrity. ALL AREAS INHERE DEMO TAKES PLACE ARE TO BE 3. G.G. and all subcontractors are to be licensed to work In the 4. All lumber to comply with P5 20 "American Softwood Lumber 5tandard" and with A PATCHED TO RECEIVE NEW FINISHES State of New York and the Town of Southold. 6.G. to present applicable grading rules of Inspection agencies certified by American Lumber OREFLEC EXISTING SLAB AND EXCAVATE AS REQUIRED FOR NEV certificates of Insurance for Workman's Compensation, Dlsabllity, and 5tandard5 Committee's Board of Review. POST OFFICE BOX J 21 _�____� REFLECTIVE POOL Liability (51 00 -- � -L � 3 CUT 24°H x 36"W AOGE55 INTO EXISTING FOUNDATION WALL FOR y ,0 ,000 min) prior to start of work. Plumbing, H.V.A.G., 5. Contractor to comply with manufacture's Installation and application LARCH MONT, NEW YORK 10538 -- -- -- 11 F OWATERFALL PLUMBING and electrical contractors may file separate applications for permits, recommendations for all engineered lumber (i.e. mlcrolam, TJI, etc) r -J p 4 EXISTING JOISTS, SUBFLOOR, AND FLOORING TO BE REMOVED If required. 6. Gontractor shall provide all accessories which are not called out on the plans, ( 6 3 1 ) 7 6 6 3 9 2 8 C _ _ - - -- - -- 5 REMOVE ALL 5'IRIK FLO DOPIN TO c0NCRETE (I.E. PLATEs,RIM c D7 A ARCHITECTURE 200 7 �_ -I r - -- - rC �TTJ 4. Contractor Shall secure all utilities, Including electric, phone / such as Joist anchors,Joist hangers, framing anchors, post bases and caps, steel 1 - T I REMOVE E EX15 IN ILErLFLORINS, ETC) telecommunications, cable, Water, and sewer, before commencing work, straps, etc., as required for the completion of the project. III 1/^\I REMOVE EXISTING TILE FLOORING AND PREP FOR NEW WOOD Fl (TO MATCH EXISTING) and conduct construction with due care to avoid damage to all T. All Joist / beam, header / beam, and beam / beam connections to be Installed with I _ _ _ _ Installations to remain. hangers anchored on main member su ortin minor member W 1 ) T REMOVE EXISTING SLIDERS AND WINDOW AND SAVE FOR hang 1pp g LC ZL p q p 8. All past / beam and post / anchor connections to have I/2" (min) bolt through I I II I I oy � � RE-INSTALLATIaN 5. Contractor shall provide adequate weather protection for the , EXISTING II - -- EXISTING O EXISTING O8 REMOVE EXISTING GABINh 5 AND COUNTER AND SAVE FOR building and Its contents during the course of the work connections with open holes 9/I6". 11 RE-INSTALLATION OL l.-I II DRESSING ROOM r� - - - -�II / 1 LANDING // //- - BATH finishes Contractor shall provide adequate protection for all fixtures and s Notches and Boring o Joists and rafters. Notches in the top or bottom edge of _ . - I-I finishes to remain and conduct construction with due care to avoid solid-sawn Joists shall not be located In the middle one-third of the Joist span. dame a to all areas to remain. \ I � � g Notches In the outer thirds of the span shall not exceed one-sixth of the Joist depth. T. All dimensions are to face of wood studs, unless otherwise noted. Where notches are made at the supports, they shall not exceed one-fourth the Joist O I e 5. Contractor shall not scale drawings. The contractor shall verify depth. Holes are limited In diameter to one-third the Joist depth and the edge of 11 0 O ` - - -J all dimensions In field and notify the Architect of any discrepancies the hole shall not be closer than 2 Inches to the top or bottom edge of the Joist. �ii = - - -\i, ( _ -1 prior to commencing work. 10. Notches and Boring ® studs. Any stud In an exterior wall or bearing partition 1 - - - /'I N F may be cut or notched to a depth not exceeding 25 percent of Its width. 5tud5 In GONGRETE: non bearing partitions may be notched to a depth not to exceed 40 percent of a / \ I. All concrete work to comply to all requirements of ,AGI "Building single stud width. Any stud may be bored or drilled, provided that the diameter of -\ Code Requirements for Reinforced Concrete" (AGI 31569 ev(Ri5ed the resulting hole 15 no greater than 40 percent of the stud width, the edge of the q hole Is no Glo5er than 5/8" to the edge of the Stud, and the hole Is not located In AGI 501-8P, AOI ns for Structural Concrete for Buildings" the same Section as a cut or notch. A stud may be bored to a diameter not \ Rueod 1-6Q, AGI "Detailing Manual", and "Standard Speclficatlon for exceeding 60 percent of Its width, provided that such studs located In exterior walls 2. Footings Concrete", desiSTMgned G94. or bearing partitions are doubled and that not more than two successive studs are EXISTING MASTER EXISTING 2. Footings have been designed to bear on undisturbed loll with an bored. BEDROOM # assumed bearing capacity of 2.0 ton5/5q. ft. 11. Provide flreblockln as required ® the following: BEDV-OcOOM I 3. All slabs on round, footings, walls, etc. to be stone concrete, g a g =� 0 9 a. all floor and coiling levels 3000 p.s.l, th 28 days. b. Interconnections between concealed vertical and horizontal spaces 4. Unless otherwise noted, all new slabs on ground shall be 4" thick, Garage slab to have 6" X 6" - 10/10 w.w.f. (i.e. soffits, drop ceilings, and cove cellings) 5. Welded wire fabric shall comply with A.5.T.M. A-155. c. all pone-,ration5 (I.a. vents, pipes, and ducts) through calling and floor level I1 6. Contractor shall verify dimensions and location of all slots, pipe d. chlmneyE, fireplaces, and flues II sleeves, anchor bolts, ducts, etc. as required for other trades 12. Provide wall bracing as required: \\ before concrete Is poured, a. first floor - located ® each end of wall and at least every 25 feet on % '7. Contractor shall safeguard and protect all excavations. center but not less than 16% of braced wall 8. Unless otherwise noted, top of foundation wall to have 2" x 8" b. second floor - located a each end of wall and at least every 25 feet on treated sill plate with termite shield and 12" x 5/8" anchor bolts ® center but not less than 30% of braced wall 56" O.G. except a bracing wall edge where spacing to be 12" O.G. 13. All dimensions are to face of wood studs or outside edge of concrete face O to V-O" from edge unless otherwlse noted. 12. Any unlabeled headers to be (2) 2" x 10' 15. Provide 2" x wd. blocking at all Joist and rafter locatlons ® W-O" O.G. maximum 4-� A 2nd FLOOR DEMO PLAN 14.me notches greater than 50 percent of plate width, provide I/2" width, 16 ga. M metall tile across and to each side of the notch w/ (8) Ibd nails each side EXISTING 6AZEE3 141\ \ \ \ \ EXISTING PATIO \ \ \ \ \ \ Z \\\ \\ \\ \\\y> \ V \\\yy \ EXISTIN65 Y /� EXISTING RAISED 1 2 \\TO REMAIN �I l J PATIO \\ EXISTING O \ V/ \ LANDING -I \\\ 0 ° 5 O 5 DRAWING: DEMO PLANS, NOTES EXISTING r ,I l LAUNDRY EXISTING FAMILY I EXISTING KITCHEN I SCALE: ROOM I I o AS NOTED L- - - --- --- --- J L - EXISTING GARAGE ISSUE: \ DN DN EXISTINCS BASEMENT 3/14/07 PRELIMINARY REVIEW 4/10/07 DESIGN REVISIONS EXISTING TO REMAIN C E45TIN5 TO REMAIN \ / - -- v/ ---- -----13-----� -- - ------- -------�--�-- 5/16/07 BLDG. DEPT. J SUBMISSION EX15TINO II � 7 1 - - - - EXISTING F.P. -- - J 1 / 6 --- _ _ _ // eFONDER ROOMROOM EXISTINe FP. o__ 1 - - - - -I /19/07 CLIENT REVISIONS - - - / \ ---- - - -- 4 I I oPEy ro AgovE EDy R� / \ o a I I�-- - -------XI I I I I- - - -J EXISTING LIVING L= I EXISTING PINING ROOM a ROOK I N O D EXISTING ENTRY II OP NE 11 1 n z n n 1 DRAWING NO. 0 FLOOR DEMO PLAN A- CONSTRUCTION1 St F CBASEMENT DEMO PLAN SET OF A 04 A 8 A-04 (2) 2" x 10" CCA 1 (2) 2° x loll GCA I _7 W 2" x 10" GGA r — (31 2" x loll —— 4 --Q-------Q— '.tj---- := — - --- 6 L 5 5 J L_ J EXISTING GAZEBO Q-0 1y 4 4 Ca) 2" x 10' 4 (3) 2" x loll + x �k V A O � I O aryl 00 POST OFFICE BOX 922 �p (3) 13/4' x q 1/4" MICRO NEW SCREENED IN N EXISTING PATIO LARCHMONT, NEW YORK 10538 O m xl PORCH ryo I ( 631 ) 765 - 3928 in ry -1 MAHOGANY DECKING ry © DA ARCHITECTURE 2007 0 a x I NEW A-oz A-02 ry I REFLEGTIVE 2' o" q'-o' POO 2' 2' I B L B EXISTING A-o2 A-02 D LANDING 2" x 10" GGA LEDGER Oj F ,...,. w ......+. - (2) 2" 12 2) 2" x I (4) FLUSH 1PRAME IGRD (3) 3/4" x 9 I/2" MIG i O r J , I- L z A 1 8,_6�� 3'_4�� I L --- —LDWJ " OL DIN--�� rl IL I EQ. EG}. r+ ; vw I REVISED ISED KITCHEN L J MUD / 1 UTILITY ry ' n ' ry l EXI TING FAMILY z 4 H V xl I ` I xl x x I ROOM m _ I I I I .N I I SLAG ON GRADE \ %I a ® IF- EXISTIN INE I GARAAE L J � I I ry1 " " ry o EXISTING BASEMENT � 6 BURNER W/ 3 1 I I 1 1 1 I 1. V-2 1/21, (V 6'-0" I.I. B'-5" HOOD ABOVE O 071 O I I 05/4"SH II�AMEMICRO 5 RRORED r - (3) 2" x 10" � � � � I I I I 1 O ] 7 O U OO O LJ LJ - _ _ L ® ® 114 EXI5TI TO REMAIN NEW ---- O Fr � � O EGURI 12 1 11 +- 0 -� 0- ry - e - ------ ry -- ---e-- -- CRAWL - -- - --�I 1-----I GL O EXISTING TO REMAIN _ NEW(2) 2" x 8" - (2) 2" x 12" (2) 13/4" x II I/4" MI RO ———— — r 5 r r x x SPAGE FLUSH FRAME EXISTING F.P. FLUSH FRAME I p — ——— — 4 O QI QI ry ry 41 zI I ig m \ I rl ooM REVISED I - ---- EXISTING FP gall YII I - ---- - ----I ---- - PANTRY \ v - 1� ----- I WALL of of 1 I W - FI � I = I �I z I d' ISO �O lhi ADJJST O x� W xx xx XX N W ' W ' O O WII NI i _�Cv, m EXISTING LIVING �) 3/4" x II I/4" MICR d 3 II EXISTING DINING J I_o I ROOM - ROOM 1 L J f F I L J 1 " FLUSH ME 3O Z � - (2U 2" x o' a goPEN rRE 11 5 EL /STONE ST IR O EO v 4'-O" X EQ. 14'-T" I I f11 m N O IV c V R 3 o A BASEMENT PLAN 1st FLOOR PLAN 1/411=1'.0" 1/416-V-0" DRAWING: ——— FOUNDATION LEGEND FOUNDATION NOTES GONSTRUGTION LEGEND GONSTRUGTION NOTES CONSTRUCTION PLANS FOUNDATION WALLS AND FOOTINGS I UNLE-55 OTHERWISE NOTED, ALL UNLABELED HEADER5 TO BE (2) 2" x III" _ EXISTING CONSTRUCTION TO REMAIN WINDOW, DOOR SCHED. —� 2 COORDINATE W/ MECHANICAL CONTRACTOR FOR HVAG EQUIPMENT SIZE,LAYOUT, I UNLESS OTHLRH15E NOTEDe ——— POUR W CONCRETE FOUNDATION OVER B' x 24' CONTINUOUS POURED �^ AND REQUIREMENTS REPAIR ALL STRUCTURE TO "A5 NEW" CONDITION,AND APPLY A NEW WINDOW VERIFY ALL EXISTING STRUGTURAL MEMBERS (JOISTS, HEADER, CONCRETE FOOTINGS (TO 5'-6" BELOW GRADE - MIN). POUR 2" RAT 3 PROVIDE BEAM POCKETS A5 REQUIRED STRAPPING AS REQUIRED CIDERS) AND NOTIFY ARCHITECT IF DIFFERENT THAN INDIGATED IOR SLAB OVER COMPACTED FILL IN DRAWL SPACE. INSTALL 5/5" x 12' 4 PROVIDE AIR VENTS AS REQUIRED 1 NEW DOOR ALL DIMENSIONS ARE TO FADE OF WOOD STUDS SCALE: ANGHOR BOLTS a 4'-0" O.O. W/ SILL SEALER AND COPPER COATED 5 POUR 12' DIAM GONG 50NOTUBE FOUNDATION W/50" x 50" x 12" POURED GONG NEW GONSTRUGTION ALL STAIRS, BALCONIES, AND LANDINGS TO HAVE HANDRAIL a 36" TERMITE SHIELD ON (2) 2" x 6" PRESSURE TREATED SILL PLATE. FOOTING TO 3'-6" BELOW GRADE. IMBED SIMPSON SERIES PB POST BASE INTO EXTERIOR WALLS TO RECEIVE R-Iq BATT INSULATION AND 5/8" A.F.F. (BOTH SIDES) AND BALUSTERS (OPEN END) ® 4" O.G. AS NOTED GONG. AND SECURE TO STRUCTURE ABOVE. P05T CONTINUOUS FROM 491RDER TO 1 CONSTRUCTION NOTE ALL UNLABELED HEADERS TO BED 2" x a STRUCTURE ABOVE. INSTALL SIMPSON SERIES BG POST GAP a F05T.AND GYP. IED.NG ON INTERIOR FADE. EXTERIOR FINISH (TO MATCH ALL CLOSETS A HAVE SHELF AND POLE 6 66" GIRDER CONNECTION - DECKING TO BE INSTALLED AROUND POST AND GAP, NOT EXISTING) TO BE INSTALLED OVER TYVEK OVER 5/B' GDX PLYWD SSD SMOKE DETECTOR ALL "FLUSH FRAME" LOCATIONS TO HAVE EXISTING JOISTS ATTACHED UNDER THEM. PAR IITIONS TOO BE 2" x�4' WD. STUDS a I6" OLDW/5/S. 1PPTD. O CARBON MONOXIDE DETECTOR $13OTTOM) TO NEW HEADER BY JOIST HANGERS (SIZE AS REQUIRED) O POUR 12"NS DIAM GONG SONOTUBE FOUNDATION W/24" x SERIES x 12" POURED GONG TEE A-05 FOR STRAPPING AND NAILING INFO ISSUE: GATE FOOTING TO B'-6" BELOW GRADE. IMBED SIMPSON SERIES U5 POST BASE INTOGYP INSTALL NF_W WOOD FLOOR(TO MATCH EXISTING) AT ENTRY ANCHOR GATE TOWER TO GONG.AND SECURE TO STRUCTURE ABOVE. POST CONTINUOUS FROM (GIRDER TO INSTALL 6" x b' POST (HEADER TO FLOOR) IN51PE 10" DIAM. FIBEROLA55 3/14/07 PRELIMINARY GONGRETE STRUCTURE ABOVE. INSTALL SIMP50N SERIES BG POST GAP C P05T SAND COLUMN REVIEW GIRDER CONNECTION - DECKING TO BE INSTALLED AROUND POST AND GAP, NOT INSTALL 10" FI846 PERMACAST SGIUARE COLUMN ALIGN TOP OF CONCRETE W/ UNDER THEM. INSTALL 4" DIAM. STL. COLUMN W/4" x 4" x 5/B" STL. PLATE (TOP AND 4/1 U/O] DESIGN REVISIONS FIN. FL. O INSTALL 4' DIAM. 5TL. COLUMN W/4' x 4" x 5/8" 5TL. PLATE (TOP AND 130TTOMI) POOL LINER ON 96' x 56" x 12" POURED GONG FOOTING W/#5 REBARS BOTH WAYS. TOP 6 5/1 6/07 BLDG. DEPT. PLATE TO BE FLUSH TO UNDERSIDE OF 5U5FLOOR ABOVE NEW HEADER O SUBMISSION POUR NEW 2" DEEP GONG. PAD FOR STAIR REFLECTIVE POOL THREADED ROD 6/19/07 CLIENT REVISIONS N Q A WASHERS 4 NUTS IMBEDDED IN GONGRETE (`TOP TO ANCHOR TO GATE TOWER WINDOW SCHEDULE DOORS NOTES: FLANGE) WINDOWS NOTES: DOOR SCHEDULE 1/2" THREADED ROD W/ 1. WINDOWS AND GLA5T DOORS TO BE MANUFACTURED BY ?' WASHERS 4 NUTS a EA. ANDERSEN WINDOW CORD I. ALL INTERIOR DOORS TO BE 3/4" MASONITE NO. MODEL # TYPE ROUGH OPENING (VN x HU REMARKS 1. VERTICAL ROD 2. TEMPERED GLA55 AT FRENCH DOORS,UNITS ABOVE NO. 51ZE HARDIWARE REMARKS PAINTED DOORS D AR m EXISTING FOUNDATION WALL p 2442 DOUBLE HUNG 2'-6 I/8' x 4'-5 I/41" WHIRLPOOL, AND o ALL UNITS WHERE &LAZING 15 LE55 2, UNLESS OTHERWISE NOTED,ALL INTERIOR E Ohl • 'o- THAN 15' A.F.F. I SEE B/A-02 INSTALL IRON TOWER AND GATES (BY OWNER) HARDWARE TO BE EMTEK �5 O AG4T T NEW POURED FOUNDATION 3. HARDWARE - WINDOWS TO HAVE WHITE PULL5 AND S, WALL B LOOKS;SLIDING 4 HINGED DOOR HANDLES TO HAVE WHITE 2 12'-0" x V-O" MI F) INSTALL SALVAGED SLIDER e FINISHES G 3052 DOUBLE HUNG 5'-2 1/B" x V-5 1/41" 4. SCREENS - ALL OPERABLE UNITS TO HAVE INSECT 3 2'-B" x 8'-0" MAGNETIC LOCK HARDWIRE IN FAIL SAFE MODE - OME-R TO LOCATE BUZZER BASEMENT SCREENS,ALL SLIDING DOORS TO HAVE INSECT SCREENS 4 2'-O' x 6'-8" TOUGH-LATCH W/BALL CATCH DOOR TO RECEIVE MIRRORED FINISH D 5. GANGING AND MUNTIN PATTERNS - SEE ELEVATIONS lH)• O Qr FOR WINDOW T, AND &,FIXED /OPERABLE OPERATION, 5 (2) 50" x 6'-8" (VERIFY) TRACK HARDWARE INSTALL ETCHED GLASS 5LIDING DOORS (BY OWNER) W/ 97• ? JO E P4045 PICTURE WINDOW 4'-0 1/2" x 4'-5 3/(8" ARRANGEMENT,AND RY G PATTERNS. GANGED ROUGH W/(2) NEW 51DEL16HTS TWO (STATIONARY) FLANKING GLA55 SIDELIGHTS TO MATCH F OP IN \0 OPENINGS PER FACTORY GANGING �.. 6. G.G. TO VERIFY ALL ROUGH OPENINGS W/ WINDOW 6 (2) 2'-6" x 6'-8" (VERIFY) PRIVACY LOCK INSTALL ETCHED 6LA55 HINGED DOORS(BY OWNER) F P4545 PICTURE WINDOW 4'-5 3/B' x 4'-5 3//B" MANUFACTURER PRIOR TO ORDERING,FRAMING AND INSTALLATION -1 30" x 615" (VERIFY) "BARN DOOR" TRACK INSTALL ETCHED GLASS 5LIDING DOORS (BY OWNER) C' T. PROVIDE ALL JAMB 4 SILL EXTENSIONS AS REOUIRED - H D - 5. ALL WIIJDIOWS AND EXTERIOR DOORS TO HAVE 5/4"ELS" (HANGING) HARDWARE DRAWING NO. PLYWOOD REMOVABLE "HURRICANE PAN IlV#10 ND. B 2'-W x 6'-&" POCKET DOOR I FWG 10050-4 FRENCHWOOD GLIDING q'-q 1/2" x W-O" SCREWS a 12" O.G. ANCHORED TO EXTERIOR SHEATHING AS q 2'-4' x 6'-a" POCKET DOOR REQUIRED BY CODE J FWG 12068-4 FRBNGHWOOD GLIDING II'-9 I/2" x 6-15' 10 2'-B" x 6' " PASSAGE LOCK A- 02 11 2.-allx 6'-B15" PASSAGE LATCH X RELOCATED BAY WINDOW(FRONT) VERIFY RELOCATE EXISTING (VERIFY 12 2'-O" x 6'-8" pTGH 51ZE TO FIT AS REQUIRED) 14 (2) 2'-b" x 6'-B" BIFOLD DOOR B ANCHOR DETAIL ® GATE TOWER TRU CTI ON SET 1/r�cl,All OF , EXISTIN6 / ROOF � O \ / SLOPE DN. rJ \ 3 NEW DEGK a MAHOGANY DECKING Da054 OFFVCE BOX 922 LARCHMONT, NEW YORK 10538 _ ( 6 3 1 ) 7 6 5 - 3 9 2 8 FNEW Bor © DAARCHITECTURE 2007 23'-0" 23'-0' HALF HEIGHT O VKLAL" (2) 2" x 1 (2) 2' x 10" H (3) 1514" x 9 1/2" MIG L L° — C OA x ZI VERIFY 51ZE, LLL L -LLLLLL9- o Q REQUIREMENTS LLL6,_I!—LL L _LLI IIi_Lry` " 3'-Iry 3'-Iry r-av2' SD 1 O REVISED MASTER_L L REVISED MASTER co L BATH L 1• BEDROOM LLLLLL _LLLLLLLLLLLL Ii 9 __LLLLLL LLL LLLLLLLL L O II L L LLL L _L L L REVISED LANDING o 1 L n, 9 o L LL 1���� 14 �° t b LAW L L L L DRYE m ° iV R LOCATED a BATH m A _ LLLL 9 b P 2) 2" x 12" OO (2) 2" x 12" � O _ FLU5H_F ME _ _ LUSH FRAME CA 1 0 (IF NECESSARY) (IF NECE55ARY) WALK-IN CLOSET I IWALK-IN GLOSET / 12 3'_1�� T'-0�� I 3._I.. O ^^`` EXISTIN _ 2' 1/2 4 BEDROOM - ry NEW UTILITY RELOCATED DRESSING LLL V Z ROOM O AREA 7 12 _ _ W .L _ a--� C/) B 2nd FLOOR PLAN GONSTRUGTION NOTES DRAWING: I UNLE55 OTHERNISE NOTED, VERIFY ALL EXISTING STRUCTURAL MEMBERS (.1015T5, HEADER, GIDER5) AND CONSTRUCTION PLAN NOTIFY ARCHITECT IF DIFFERENT THAN INDICATED ALL DIMENSIONS ARE TO FACE OF WOOD STUDS ALL STAIRS,BALCONIES, AND LANDING5 TO HAVE HANDRAIL a 36" A.F.F. (BOTH SIDES) AND BALUSTERS (OPEN END) a 4" O.G. ALL UNLABELED HEADERS TO BE (2) 2" x 10" ALL CLOSETS TO HAVE SHELF AND POLE ® 66" SCALE: SEE A-05 FOR STRAPPING AND NAILING INFO OPROVIDE SEP CIRCUIT GFI OUTLET AND HOSE BIB FOR NEW HOT TUB. ORIENT TUB AS NOTED 50 THAT ACCESS TO MOTOR I5 FROM DEGK,NOT BULKHEAD OR WALL (3)INSTALL 3'-0" HEIGHT PARTITION W/CEDAR GAP 4 REMOVEKET VASLLEY. REPLACE WITH 1NENCE 5TOEACHIEVE WEATHER I&HT SEAL. ICE LD,AND FLASHINO TO 3611 FROM EW ISSUE: SHIELD AND FLA5HING TO LAP OVER NEW CRICKET FLASHING BY 56" (MIN). VERIFY STRUCTURAL INTEGRIT' OF EXISTIN6 5HEATHIN6 AND REPAIR /REPLACE 3/14/07 PRELIMINARY A5 NECESSARY. ©BUILD CRICKET WITH PROPER DRAINAGE AND ROOF OVER. INSTALL CANTING, REVIEW SHEATHIN6,FELT,FLA5HIN6, AND ROOFING A5 REQUIRED TO ACHIEVE WEATHERTIGHT SEAL. 4/10/07 DESIGN REVISIONS <6�>INSTALL FALSE RAFTERS (TO MATCH STAIR PITCH AND BE FLUSH WITH UNDERSIDE OF STAIR) 5/16/07 BLDG. DEPT. TALL SCUPPER. F , SEAL, AND WEATHERPROOF AS REOUIRED TO SUBMISSION AG 6HT OB LOCATION FOR NEW FOLD DOWN IRONING BOARD 6/19/07 CLIENT REVISIONS Al tER D ARC W N� ' .9rF 2jG3., DRAWING NO. A 0 CONSTRUCTION SET OF NOTES: DECK GONSTRUGTION: SEE A-5 FOR 5TRAPPIN6, NAILING, AND I" x 6" MAH06ANY DEGKIN6 ON PPE55URE ROOFING INFO, TREATED ND. 5LEEPER5 OVER RUBBER ROOFING e ALL WINDOWS AND EXTERIOR DOORS TO (EPDM) ON 5/8" GDX PLYWD OVER JOISTS NOTE ALL FINISHES, MATERIALS, HAVE 3/4" PLYWOOD REMOVABLE RIPPED TO I/4" ON 12" "HURRIGANE PANELS" W/ #10 WD. SGREW5 ® AND DETAILS 7o MATCH EXI571N6POST ®F F V C E ® ®X 922 12" O.G. ANCHORED TO EXTERIOR SHEATHING EXTERIOR NALL GON5TRUGTION: LARCHMONT, NEW YORK 10538 AS REQUIRED BY CODE ( 6 3 1 ) 7 6 5 - 3 9 2 8 ® EXI5TIN6 EXTERIOR WALL D A ARCHITECTURE 2 0 0 7 REPAIR ALL STRUCTURE TO "AS NEW" CONDITION, © AND APPLY STRAPPING AS REQUIRED ® NEW EXTERIOR WALL EXTERIOR WALLS TO RECEIVE R-19 BATT INSULATION AND 5/8" GYP. BD. ON INTERIOR FACE. EXTERIOR FINISH (TO MATCH EXISTING) TO BE INSTALLED OVER TYVEK OVER 5/5" GDX PLYWD fF OVER MTL. STRAPS OVER 2" x 6" ®I6" O.G. STUDS. EXI5TIN6 A INTERIOR PARTITIONS TO BE 2" x 4" WD. STUDS 16" O.G. W/ 5/8" PTD. GYP. BD. BOTH 51DE5 1 A-04 GONGRETE GON5TRUGTION: ® NEW FOUNDATION WALL NT POUR 8" GONGRETE FOUNDATION OVER 8" x 24" O GONTINUOU5 POURED CONCRETE FOOTINGS (TO X ATTIC (BXIST) V-6" BELOW GRADE - MIN). POUR 2" RAT SLAB OVER GOMPACTED FILL IN CRAWL. SPACE. INSTALL 5/8" x 12" ANCHOR BOLTS ® 4'-0" O.G. W/ SILL I. SEALER AND COPPER COATED TERMITE SHIELD ON (2) 2" x 6" PRESSURE TREATED SILL PLATE. 2nd FL oL6 ® NEW FOUNDATION PIERS POUR 12" DIAM GONG 50NOTUBE FOUNDATION W/ POURED GONG FOOTING (SIZE A5 PER PLANS) TO ————————————————— B'-6" BELOW GRADE. IMBED 51MP50N SERIES PB DOOR HEADER P05T BASE INTO GONG. AND SECURE TO STRUCTURE ABOVE. POST CONTINUOUS FRO M F ABOVE. INSTALL SIMPS ON GI ER TO STRUCTURE ;��• ^ G ® 05T AND GIRDER i.. SERIES BIG POST AP P I GONE - BE INSTALLED AROUND CO NNECTION DEGKIN6 TO B O AND GA POST A NOT UNDER THEM. P 5.4 EXISTING 4" MAX. 0 m `czJ 2nd FL (EXIST) Q i z Z 15t FL CEILINe m Q REAR ELEVATION VW Z O DOOR HEADER + + + 5/4" x 4" PTV. WD. TRIM (TO +` '.`+`++.*.'.*` V /0 MATCH EXI5TIN6) I L � *+ 5/4" x 4" PTV. NO. FRAME NU :}�±: INSECT SCREEN. PANELS TO « .*+`.*+` BE REMOVABLE I :'.': + + « + 10" HI PERMACA5T I +`�*`*`* SQUARE COLUMN I ++ « DRAWING: I +++. EXI5TII 66 SECTION, ELEVATIONS :. ` SCALE: :++�+.'++++ AS NOTED ../. .'`'``*'`. ISSUE: Ist FL (EXIST) goo ® 3/14/07 PRELIMINARY REVIEW 4/10/07 DESIGN REVISIONS 5/16/07 BLDG. DEPT. SUBMISSION 6/19/07 CLIENT REVISIONS GRADE m ED ARC 4 ti i EXISTINGL L o Ar,A T F ji N x lFn� NEVJ DRAWING NO. SCREENED-IN PORCH SECTION WEST ELEVATION 1/411 EAST ELEVATION 1/40=1'-O" A-04 CONSTRUCTION SET OF NAILING SGHEDULE RIDGE TENSION STRAP GONNEGTION REO'5. - L — 1�'" ,A,r�'l!kJr+�f�xrr�frvnrem6 JOINT DESCRIPTION NAILS 5PAGING NOTES ROOF PITCH 50 NAILS REQ'D a EACH END OF NOTES if t(btl / f 1 1/4" x 20 go MTL STRAP ROOFFRAMING II ON 12 3 „r ",y ...w-„�.•� ,.,,""«. Yn I+r!-..,. --.-......,. „,„.....„ .. .,,,.. RAFTER TO TOP PLATE (TOE-NAILED) 12 � ..-^'y. f "�� ^)~ � •- ), �016 may" k�r5 rr+�Y,rh �Lw3tart �k is t�i max, Iet FLOOR (4) BD PER RAFTER r` J�"`� +""^". „.ry"""' 'ia,^ . "x,✓"""" Per rye I NOTES: µ" �µ "� M1 Eit mnd' cdwaitll ,., e 2nd FLOOR (3) BD PER RAFTER "'^,,'n ✓/ r ' rommao of @,)($19ft fri t,v Ff*,+,,)'r joist- ,,ar ww t i4z- I. VALUES A5 PER R8O2.II, WFGM 3.4 '" 6L6. -1015T TO TOP PLATE (TOE-NAILED) 1,2 POST OFFICE BOX 3 2 LARCHMONT, NEW YORK 10538 let FLOOR (4) BD PER JOIST RAFTER / CEILING JOIST HEEL JOINT GONNEGT ONSirsn_1w, t 014 rpaix.""" ( 6 3 1 ) 7 6 5 - 3 9 2 8 rer)nt4r( ;r'ypttl lkkrx _ 2na FLOOR ('3) ' 3) ev PER Jo15r ^ ^ - © D A ARCHITECTURE 2007 ROOF PITCH I6D NAILS REQ'D PER RAFTER NOTES .�W � a i; � GL6. J015T TO PARALLEL RAFTER(FACE-NAILED) (3) BD EACH LAP l,E ctlJad £tY„4�'r�i"I,I It ON 12 4 W* it ;rn6rn whoa R`prag4 ilgi)Y tomporat,Or4 rrt jarijary iF '2VF of l,S,""u, GL6. J015T LAP5 OVER PARTITIONS (FACE-NAILED) (3) BD EACH LAP 'Iml pkpa of vndaTfn!ymgrO,0mid fm f„wyTriKkT'trad 91yi ftrA ,aYpat6 (af 4, tjojAjh may, f f €o ovnrlk� a prArri 2f'4uide the IrmA*WVlI liar of M to jdmrj. COLLAR TIE TO RAFTER (FADE-MAILED) (3) BD PER TIE , BLOCKING Floor joist �arr4 -,fats TO RAFTER (TOE-NAILED) (2) BD EACH END Q ASPHALT ROOF INSTALLATION RIM BOARD TO RAFTER (END-NAILED) (2) 16D EACH END NOTES: p 1. VALUES AS PER R802.5.1(4) N.T.S. ^�"'� RAFTER TO PLATE (TOE NAIL) (2) 16D NOTES: ROOF RAFTERS TO R106E, VALLEY OR HIP RAFTERS I. FASTENERS TO PENETRATE THROUGH ROOFING MATERIALS INTO 5HEATHIN6 3/4" (MIN) WHERE ^ UPLIFT STRAP GONNEGTION REG S 5HFATHING 15 LESS THAN 3/4", FASTENERS TO FULLY PENETRATE 5HEATHIN6. [�f l 6X„ TOE NAIL (4) 16D ROOF-TO-WALL, WALL-TO-WALL, 4 WALL-TO-FOUNDATION 2. INSTALL. FOUR (4) FASTENERS PER STRIP SHINGLE (MIN). FA5TE4ERS TO BE GALVANIZED ✓ K FACE NAIL (a) I6D STEEL, STAINLESS STEEL, ALUMINUM, OR COPPER ROOFING NAILS, 12 go (MIN) AND SHALL "`" ✓`l ROOF SPAN 5D 'NAILS 0 EACH END OF NOTES COMPLY W/ A5TM F 1667 RAFTER TIES TO RAFTERS (FADE NAIL) (a) BD 1 1/4" x 20 go MTL STRAP 3. PROVIDE ICE- BARRIER TO 36" (MIN) FROM THE EAVE5 EDGE TO A POINT AT LEAST 24" IN5IDE THE EXTERIOR WALL LINE OF THE BUILDING. r' GEILIN6 FRAMING 16, 5 4. PROVIDE BA5E, GAP, AND VALLEY FLA5HIN6 A5 REQUIRED. ,�' `"•,;pjpe or Of)P4P uiff 5. VALUES A5 PER R9052 2" min. Fdl.#n,'1 tour and GEILIN6 J015T5 TO PLATE (TOE NAIL) (5) BD k7S7ftrrl KN(Q/,SilSt '"", GEILIN6 JOISTS - LAPS OVER PARTITION (PAGE NAIL) (3) IOD (BrDtL16l6ia NOTES: GEILIN6 J015T5 TO PARALLEL RAFTERS (PAGE NAIL) (3) IOD I. VALUES AS PER WFGM 3.3B WALL FRAMING CJOIST CUT DIAL TOP PLATE TO TOP PLATE (FAGE-NAILED) (2) I6D PER FOOT SHEATHING NAILING REG'5. C N.T.S. TOP PLATE 0 INTERSECTIONS (FACE-NAILED) (4) I6D JOINTS - EACH 51DE 5PAGING FOR BD NAILS NOTES STUD TO STUD (PACE-NAILED) (2) 16D 0 24" O.O. EDGE FIELD O HEADER TO HEADER(FACE-NAILED) 160 0 I6" O.O. w ALONG ED6E5 ROOF �� TOP OR BOTTOM PLATE TO STUD (END-NAILED) (2) 16D PER 2" x 4" WITHIN 45" OF EDGE ZONE 6"' O.G. 6" O.G. ct MI6D PER 2' x 6" 16D PER 2" x 8' INTERIOR ZONE (FIELD) 6"' O.G. 12" O.O. BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, (2) I6D PER FOOT 6A5LE ENDWALL/RAKE 4" O.G. 4" O.G. O ^, END JOIST, OR BLOCKIN6 (PAGE-NAILED) W SOLE PLATE TO JOIST OR BLOCKING 160 0 16" O.G. WALL TOP OR SOLE PLATE TO STUD (END NAIL) (2) 16D WITHIN 48" OF EDGE ZONE 6" O.G. 12" O.G. STUD TO SOLE PLATE (TOE NAIL) (5) BD OR INTERIOR ZONE (FIELD) 6" O.G. 12" O.G. " r (2) I6D ri1 Z DOUBLE STUDS (FACE NAIL) IOD 0 24" OA. ^L^ , DOUBLE TOP PLATE (FACE NAIL) 100 0 24" O.G. NOTES: VZ/ DOUBLE TOP PLATE, MINIMUM 48" OFFSET OF END (6) I6D I. VALUES BASED ON 6" O.G. MEMBERS AND 5/8" GDX PLYWOOD 5HEATHIN6. .� O JOINT5, FACE NAIL IN LAPPED AREA 2. FOR ROOF SHEATHING WITHIN 45" OF THE PERIMETER EDGE OF THE ROOF, 5LOCKIN6 BETWEEN JOISTS OR RAFTERS TO TOP (3) 8D INCLUDING 46" ON EACH 5IDE OF THE RIDGE, THE 48" PERIMETER ED6E ZONE � S PLATE (TOE NAIL) ATTAGHMENT5 5HALL BE USED. 3. VALUES AS PER WFGM TABLE 3..B, 3.9 J O RIM JOIST TO TOP PLATE (TOE NAIL) BD 0 6" O.G. (n TOP PLATES - LAPS 0 CORNERS t INTERSECTION5 (2) IOD BUILT-UP HEADER (2 PIECES) NU 1/2" SPACE I6D IW O.G. ALON6 EACH EDGE GONTINU01,15 HEADER (2 PIECES) 16D ALONE, EACH EDGE H DRAWING: CONTINUOUS HEADER TO STUD (TOE NAIL) (4) 8D s SECT" END VIM SCHEDULES & DETAILS BUILT-UP CORNER SUDS IOD 0 24" O.G. ( t"N,NiBKr ) '�'µ"Ry, Ilf'w,!'w#rw' 7! �' i rrI�iM�,l. II /I� BUILT-UP 61RDER5 AND BEAMS - 2" LUMBER LAYERS IOD 3 "'"^" """- '-",,, " " . f .� , , � •' SCALE. FLOOR FRAMING .w +fagL IR'p, J 7 .„" .,"" """" ! t t r�{ `� � ........,.,,_„"""'" "^"" ' • i d�x.9 yiMAL"w w M2"Yid. .--=+W ..„r"y ., r «;„_ t w w t "^•.,.,.,,,,1 . I J015T TO SILL, TOP PLATE, OR GIRDER (TOE-NAILED) (4) BD PER J015T 'L� ' k'%11> U" 4'" .' AS NOTED BRIDGING TO JOIST(TOE-NAILED) (2) BD EACH END IdJMI"9L5N 34" � �',n"„"",""" � ISSUE: BLOCKING TO J015T(TOE-NAILED) (2) BD EACH END tprRFOG+A,'Ay'wp, t?p,""��—=" Toy '•,.,, � „o BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) (3) 16D EACH BLOCK B0940AF .,,,W„ + ",,,"' "'•'-Ei•••-" '"--�. .�- 3/14/07 PRELIMINARY ' REVIEW LEDGER STRIP TO BEAM (FAGENAILED) (3) I6D EACH J015T ,-. 4/10/07 DESIGN REVISIONS JOIST ON LEDGER TO BEAM (TOE-NAILED) (3) BD PER JOIST .""+y, "''•. N,„ xet p t b,w r✓ , yt eza ='+, 5/16/07 BLDG. DEPT. BAND J015T TO JOIST(FAGS-NAILED) (3) 16D PER JOIST !#00"4'6� WASMJ• '`r, "'"" "'""""'"'"""'^� �� ,p 31I SUBMISSION ,� i.r'." Ok,,ON ALb, .µ r� of ,...... !I BAND J015T TO SILL OR TOP PLATE (TOE-NAILED) (2) 16D PER FOOT r ", 1 - ,....-rtw"' i 6119/07 CLIENT REVISIONS m .�. '�{f�tr � P�sW�+' �l CEILIN65HEATHING R '1w,.""' 1, .. . . t ,; ..,, ,,.... ,� �'M ti ."""'. ;! !'�, g''.,.I. "..,"..' ZL 6YP5UM WALLBOARD 5D COOLERS PER JOIST k0 ,o " r Er pp ,r fi! y WALL SHEATHING „ •""''-,E ,.r^^" --,,..5...',_."-^''"R/ SHEATHING 1 _ ..,..,.. ( ,"" ��({EO 4 PLYWOOD SHE P4' SAW' - 1/2" 6D (SUB- PER FOOT 49,.. ro �� O '✓ Cl�I _ FLOOR WALL) �•-- BD (ROOF) 1 ,,.,,,• ,I+ �I �✓,3�i� ) Iw !( * �L 19r32" - I" 8D PER FOOT 4 el 11 1 I 7!r ,._ ... �A 1 ✓' -- -.",. i} g2XATV�•VJ460 POD rx qua.AM x.T LCIR'uT a l-wfr.;m >0.?w. .... . Y� y,,,,,,„ _ �'i p „�- ,;, � W J g_,..�..� TF� y0 M I rM—^M^ dMGNor TK49"M11'AV�MLGif,iyWLL.LAC ✓ `n,'^,. '' , wr . y4«', '• ^y, NIE`iJ NAILING SGHEDULE NOTES: a. �w+w�sn�ieatuuxrNe ansr�r-mom a ✓ :" ' LstwA — Ily 61gAnGiRY MNd,t,l"P1inNl.S TL7 pND' '°M. %°+�h'rNR7,Ra R+R/wf.raM1l `X, CW d',T OR rEIL[Nr, J015T WHEN H LAYER AS FASTENED T 3THAN E3 TOE-NAIL5 SHALL 2E O.G. ®OP AND BOTTOM AND IN EACH 51DE OF RAFTER 4. W vA i 2. RAIL DRAWING NO. 5TA66ERED; TWO NAILS ® EN05 AND a EACH SPLIGE 3. 5PAGIN6 FOR NAILING ROOF 5HEATHING TO INTERMEDIATE SUPPORTS SHALL BE SPACED 6" O.G. TO 46" FROM RIDGES, EAVES, AND GABLE END WALL5 (MIN); 5PAGE 4" O.G. TO GABLE END WALL FRAMING 4. LIN6 J015T REQUIREMENTS FOR LATERAL AND SHEAR CONNECTIONS A5 PER /� WALL DETAILS ® CORNERS (lYP) D WALL DETAILS FOR UPLIFT CONNECTIONS (TYP) WALL DETAILS FOR TERAL CONNECTIONS P WGFM 3.3A;OTHER VALUES A5 PER 3.1 AND NY5 R602.3(I) A N.T.S. N.T.S. G N.T.S. A1111][11ki CONSTRUCTION SET OF EXISTING LK4 WOOD FPAME GONSTKUGTION . EICI5TIN4 511EATHIN4 ANG O`4TERIOR 51UCL6 FINISH . NOTES EXI6TIN4 2xlo QF0155C AHD FLOOR PKAMH•14 J015TS. EXT5H7 OF NGW GON STRllL71vN / HEW 29 10 STKIN4ER eEGUREO To So UD WooO EKIBFIH4 GIRDER WITH 2, %L'I DIAME-Mf- x 4" L. L44 66LT51 4.611 6-6. 6N IYf FLOOR AB6'•/G. PA4R� A-.2 Oj gA SCM�NT` POIIN OKYION PLAN : NOW o D - —EXTENT OF PROPo550� NEW GON STeuGTIaN PAGE A- 1 05Ho7L-5 EX1511N4 2 HOW x10 16 POOP OOP 5 J01515 , IV, O.G• NEW HURRIGANG STRAPS. \ �RUGYUPA� DETAILS ANp SPEGI FIGATIDNS IMIOu5Ly F11,90 ANp PEFM 11TED(AU40i LOOL) NEW, Z+ 10 41140EK. i fdK 7H9 REGOHSTCUGTI6H of A 38'-5j1 PREVIOUSLY E)(ISTIH4 Woop NOW, 3, 2X16 HEADER . I b'-0" £ l q.On 4 5, 6„ DE6K . THE HOW 16T PLo6R ADOITI6H SHOWN 6H PA4E:A-2 BO4E 6F eRICJC TERwr, o" I 2'•0" was 4F ORIOK tERRAGF 1 -0" L'"O" 15 TO BE GOH'TFW'rF.V UPON A NEW IoI/,,I' UPLIFT BKA va-- Lx IO 41XDHR ► 2x10 GIROGR R' 2xlo 41Rp6R •� , 2x10 „1RD5R 'A 2x1O 41RvER A PORTION Or THAT NEW 17EGK p4 52x10 NF}.pGRS 3,2x10 NEAOERrt 3, exle READERS 3. 2x10 NEAOE25 3 2K IO.1N5Ap• 5 xL WOOD post CONSTRUO TION ANp HI4H LY+HTGp „G.M.U. GoNS7RUGTIoN. } ¢ B'r THE HEAVY DARK LIR DH E E 4 XI571NG 9 �- C v� I 4- 4 -l. l L � l u SEE�A a 7HE BASEI+IENT�FOUHDATION � Go p PLAN . w LL ^ J V O O G O OT N NEW I.x 1, WOOtl POST. (P.7.� va v > _-� N Kv r N I N N � i - ,L OGwi Ib�-OL Cuc f x -Oa PATIO Q O `0 LvL T'm a 3 ro I O 3© ° 3 O �' 30 0 N{ WOop/�POST U _ _ +, I x p w x , 0 N I X J w K SG6 ti/ I N qj k ' I 6"Id LOHG. M1,61? w M MIQ Z` W 5TR1W4G12 2K10 STRIN4ER 2x10 51eIH4E14- PIPS GO L. o o w f,x to Jo1575, IL O.O. x V O O O LL x � N Y w IZ'- 33/4 ROU4H 6066II44 V.I.F.) a 1 n N Lx V Woop ": SEED N 'V o _ HCW b'/L UPLIPT 139/•kcKET. x I �, ,O N N 11. w -O FINI50E12 GRADE . IIs n "1�6m i LKIO JOISTS IL"4�-• x U 6 N I It - r 8 DIAMG-tER GONLeETE FILLED 11 out w A m SO NoNBE PO LINDAtIoN GO LU MNI. �� = i A"1 � -d, = ikl2 KE BAR ,O 4.0" LEN141H. --_._. I _ o ,w $66O — N t i; -9 r bxb WooO P05T _oi 2'-o"x ti-e" x a"�D) GoNGLETE FOOTING, ° 5URVEY OF LOT 2 _ _ _ ° MAP OF CALVE5 NECK N x M 11 Fl f PP2lE 5,M2,FIIP W 56Ti N N N " 51TUATE150UTHOLD ° n _ W E 1 Q d u TOPBL 50UTHOLD SUFFOLK 9 COMMUNTY, surnrm asn-sons d L� A, $EGTIUH: 7YPI6AL Foo TIN4 5Lf"TO1C41"'^-T""• PAT16 � loco-sw.sa In � N A-I AND 561. 10ATION DETAIL SLALE: 3/4" oe; 1'_0" ��mlwmw+omMFGNr � El1 O 69 L. WooO 1105T , n y Q'.Cix2-O x!S°Cp) Go NG RETE FO°TIH4. MELHANIGAL ATARooH N � n d 8" DIAMETER CONCRETE FILLED West ' HM Road d 5oHoiu6E FOLINPAT16H Go LUMN. ZKIo JOISTS IL O.G. x V (WITH L"x L" P.T. WOOD P057 5L•LUREp WITH SS °52'40"E •100.00' — ' µ-„ .'6i > L%" UPLIFT BZRLKET. SEE SECTION, ABOVE T' _ _ _ _ �, Ise.00• — _ ,_ o + o G m O ll �L57 WOonFO5T� �.,t Q - I LO' '� pdA'`"° I ' E04E bF BRILK TSRRAGG #12 2E' BAR 1 4'-6" LEN4111. -- - af ' pw•uma� . yrmy _ pr°V Test a 1. YwpowlO Geasclence 1;ii°n I ♦ p oe-os-zoos PLAN: TYPICAL Foo71114 1]00moon HI 'A ANP FOUNDATION DETAIL. � rlaa $GALS: 3�4 I'-ou ( "". • `s• 4A E I T •b I ,N81°53'40"W 100.00' ` I emu• -_l___. LnII �ckey reek WraXLER RESIDSWE — I " II15 WEST HILL STREET 5OUTNOLO, HEN YoRK I PLAN: BASIMGNT/Fo4NVATIoN ---••`y_�.z� I SLALE: Al,NOT50 dore5 tides=-:�_� I - DATB 9OIoL - • roNIMENr Fauro _- -We ENE •la+"a ° e. b�•• JOHN C. EHLERS LAND SURVEYOR GW MAn16TMEI N.V.S.LC NO.Mo(a 6RAPHIG 5G/•LE I•= 30' RNl 11,1.Y,11w, 36 11 Y•Fu 36"2V REP.\\fb,pmWEukupVR05`AS-1G3G.Np _ s 3 ,rp � DEr9 Yo ti PLAN : SITE 'SIIKVEY PLAN : 5A5EMwNT/F0UN17ATI0M Q qP r1 AND DECK KE60NSTRIJ6TIOM M w ' ft SCALE : A5 HOTEp ( iREpuLSo CAPY) FRAMING PLAN 017,250°L �i,,. 5GALC-: 1/4j1 _ 1'-0" ` �IpNP\"•a� 4 pi•� + O 6K7EHT OF NEW GonsICUCTloN 5'- b " cv. LF.I LEGEND bn (v.1.F. 7 9i_O 0 OF 6415TING b%b FOST, BEWW- I -- NCW L%b WOOD STUD FRAME 6OH51RUCTIO14. EXI5TIH4 CONSTRUCTION ScE BA561-SEHT/FOUHDATIOH pIAH FA4E:A-I , ' - I DEMOLITION 6XIZrIH4 C.M.U, FOUHOA9oHIR61AINIHG I 4%4 "1 10 ALI4H W11H St OF E4I5TIH4 WALL , BELOW. IKb POST AHD 500TIt-4111 LW. ® NEW WOOD FRAME 56E PA4E : A- I . GoN STRULTIoN, 2>< I. L OF F0071N451 BELOW, 566 PAGE: A• I . 4v4 POST TO AL14H WITH TOKC•HED- DOWN ROOF 6V6K --1AO•-PAP6C FLASHING. 6x1511H4 86ARWG�FO UH DA71oH , WALL, OF LOW. < d SUB-6OOFIN4 M6MER-AN6 . .-_ L%12 SigIN46¢ 6OLTGF ¢ of FOoTW4,9ELOW. 3/4' '6DX . 1^ EX I5TIH4 2% WooO - / L%IL �p15T5 TAP6P•6D id Z%IO FOIL RdOF FITLH, I1'O,G, FRAME WALL GOHSY. � x 3�13�4% II�MICRO LA!'15 EL&6TRIGAL FAScIa rO MATLH EKISTIHG. k3tl I N ' , r O LL N I O _ _ _ - � N •0 O2 REGEI'TAc L6 4 ;] _ U b DUPLEX GLFLTRILAL Z%+ 6L60IUH4 FOR Sd FFIT,AS G:Ea'0. _� N '_ �°o ; ' y W _o = LATV - CADL6 YEL6V ISIoN Z% b BLOLKIH4 F69 SOFFIT, A5 CG4'0. ` _ o R.6LEPTACL 1-. }, ♦ TELEPHONE RrLEp TAGLE I/t, GYP BF. -- - - - �(( v]] i ( N °� -, . . . . , . , . w +1 3 W $ F OIMM6R/LI4HT SWIIbH Z%L WGoO CEILING/SURFACE NOUHTCATvD 2% t 5N4 k I TRACK- L141I11N6 . 1L" 506ATHIH4, J "'t`fVEK. SH6ATHIN4 , — — ______ - 4, VINYL 510IN4. - I . J Z- ZI INSULATION . J HEW 2�4 STUF WALL 10 RbpLA 6KI51. WINOOW, , ¢ OF E%l51I144 BEACIH4�FOUHOA7IOH BGIn^ I _ —� EKTEMT OF HEW/ FI20Fo5C, NSTCUG71oH NOTES 566 DETAIL : R6MOv66KI5TIHO noon Hr.A R TO REMAIN , Q ¢ y r . 4YP. BD. EKI5YIH4 2K WOOD FRAME WALL LOHS'T. _ LIVIH4 Roots DINING Roots DECK I i Y 1/ Y x } •L LAYGRS� 1/4 BHarit- AYMEHT W�GARP6T OPEC.(ACIPGT BYOWHOA) 1 - �: CCU 5L6ErGR5,A5 RG4ulwG0 . _ ALI4N WITH6X1571HG IFIH FL. I - - - ALIGN WITH 6KISTI144 FIN FL. I AN r' ��1�—�� KITLIIEH E%b 1 Z61- n n FI RE PLALE I . I I I - pW RGH Fo YER 1 DFLK A.[,4. PLYWO4F, R% 48 IN54LATIOH . DOW v vmmi I' L, 3 A'-Ll5TIH4�„ V.LF, eQ. - DooR �EK 1WIHCaN SGHED1 rs 6K ISTIH � fp N IH441W TO Bfi RE MOI6D ANF g + d" V. I.F. ( EKI5TIN4� z, PANTRY e WISTIH41:-o YW)% MO4617 —T— REINSTALLED A7 SHOWN . Q wLAUNDRY BATHROOM e DOd0. TO 04 REMIW 6D AHF p ^ N R61H5TALLE19 AS SHOWN x S r p � O CIASET � I F Sr a ICLOSET \ LL I a n x = - - _ _ _ _ - _ _ _ _ s s l r HALL N � FIN , 481,0E Crvl6rIH4) WVLE'R 1tE5106NGE Ills WEST HILL STREET ' SOUTHOLV I NE•W YORK I I SrunY�oPFICE BMHROOM s6naooM PLAN : 16T FLOGR xALE:AS HOTED A —�I I DATE : 9.2ZOb I i 5Eb?I0H . FLAH : I ST FLO01L :EX15TIN4 AHO NCW GOHVILU MON, I OF IV , As FICAMIH4 AND 4LSOTFIGIAL SGALL--: 3�4Hr 1' o° SALE I/4„ ; 11- ou I .0 8 4 555 EXTEHT OF NEWT PROPOSEp GONSTRUaTION g "[AIR PAPEROS C-R6F MEM6KAMP -�-- FASCIA 76 MATLH GxI5TIH4 O HEW VINYL GORH6R- bOAFP (TYr•) HOW 411 VINYL 51PIH4 u 6: Y _ ` 0(I5TIH4 I STURY FRAMG RE51176HL6 rit G - ~r 2 i• EKI5TI h14 Wool? v6LK _v (5EE rAG65+ A-I AHP A-2) 3 6KL5TIH4 FIH. 49-APE I -E ' 69151IN4 R6TAIHIH4 WALL lit ' I I I I I I 1 I 1 I I I I I I II I I I EXI571H4 LONG. F06711,l45 (T-r) I I II I I II 1 II (SE6 PA66A• I� t i l t r + 1- 7 4- 4 4- t t + } t T A i-i EAST ELEVATIOH + - - ' I EKTEHT OF 1-19W, PRO P0560 GOH5TKU61 IOH I I To R611EP VOWN Wr OU69 I TAR PAPER SUO-k0P MOMbRAH6. I%y Roo P SLoPE�tva TAPCPTIP) - 1 VINYL CARH6R 156ARP I W 04151`I H4 6VIHP6W UNIT To b6l I 9E1,0cAi60l AS 590WN I E'x 15TIN4 1 SToRr FRAME R651vchI6E I +"VINYL 5101HG EY151. LOHL. FZ"AIHIHG WALL I I I I 1 I I I I I I I I I I I I I I I I I I I I I - - - - NORTH SLWAT10H WgHT OF HEN/ rKOroso G4H5TR467I6H 02 (2x12 JOISTS TAP6R60) , ' T026HR0- 126WH R6815 ovEc'TAR rAr6R" suN.ROnF W GX L ER RIt61D WH6h N6MORAHE ---� I'/il I14 F WE5T HILL STREET SOUT14OLLI I NEW YORIC "OP FASUA To MATCH ICX ISTIH4 EB p VIN,fL GORHGR bOARP 9LfiV^TI0H5 CXISYIhIG 1 Sie Rr FRAME I 4j1 V IHYL 51PIH4 SCALE : I/4. fall A- ^f R65106HG6 —�' —� 5X 15TIN4 $U PIN4 OooR To 86 R6LOLAT60, A5 SHOWN , pATE 922•oL / \- I I E><1 STIH6 Woop RAIL EXI5T• FIN. 4940E AT FR6HT (h16RTH arVAVOH - — E4I571N4 Woop DE6K �( 566 PA465: A- I AN0 A. Z) rYI5TIN6 FIH , 4iA06 AT FROHT (HoRTH) EL6VATIoH) EXI SiIH4 BASEMENT I ® I I I I EXI5TW4 6MU. R6TAI141144 WALLTO REMAIN. - ©FN Pjg.I. DE4r y0,�y orEH UNP6R 6XISTIH6 WW000 DGLK 6XI5TIH6 6I lx6l Woep rOST AMC? GoryL. FOoTIN4 �'• _ PIN. GRAvE —} Psc6 PAGE : A- I /\ TYIP. FIN. GRAPE A . 0 02 \ . 5OUTH GLGVATION I I I I I I I I I I I 1 1 I I I I I I I I +-I } rt t4- 4t ti I- t +} } + + 4 J- T Ta t EKISTIHG Zx4 Woov FRAME GOH5TKU(T10H . �K151`1114 511EATHIHG AHp EXTERIOR 51UU,6 FM15H . . EKI STIHG Zx 10 QIZPME AHp FLOOF- FK6,1AIN4 JOISTS. Tn 2 ' H5W 2x10 51RI1-1469 TO 50LIP W60P EKISTIHG GIRtlER WITH t, /L r2Km ER x 4 L. L/a- 1361.15 4�6 6.6• , \ ".' z w HEW WOOD pEDRIHG . OOwNEW 2xIO µOOD JOIJ15 , I6" 6.6• Z NEW HURRI6AN6 5TRAP5, Q2 cr r, U O C) G3 a -� iu ° '? a LJJ C) I— O Z LL U C3' m ". -i n % ,o - mo w ,,, � N6W, 2% lo GIRDER . 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III , a cp 2%loJO15T5, IL oc, x v L m 2 8� DIAMF GoNGC6iE FILLED II L-TE _ y i 3 A M S01-16 T466 POLIMDATIOH 6o LLIMFI. II i t n D _0 T _� .tr ik 12 RE DAP 14 0" L 4iH. 6Kb Woop Po5 i SSE['A N Lv s°CD) G0146C61E FOoT1N4. u u 9 0 o d. LL p P o, 1--T'\ 5E67101-1:- TYPI6AL FOOTING A N N ,a AN17 FOUNDATION DETAIL El i _ _ _ ;u: b/W�OcG POST Z' ti % 2-o"x8'ICp) GoHLRETE FO°TING• 3 O - _ - O .`" 56C-ram/ 8" DIAMETER GOH6RCTE FILL6p SoHo Tags FOUHDATI'oH 6o LUMH. (WITH 6'•%L" rT. W0617 P051 5E6UMV WITH Z%10 jot 5T5, 10'o,c. J. b'&, UPLIFTBZACKST. 5EESE6TIOH, A6ovE -ly-,I N G 6V6 Woov POST �IN v p I 36s N I I N — Y EDGE bF .BRILK i6R.14A66 ffm ZE• BAZ 14.0 LENGTH: - ZI_UII I PLMN: T'[PIGAL FooTIN4 r. AHp FOLIHDATION I I I I Poor 5GH6pUL5 - I I AHpERSEN GL1pIHG PATIO POOR �6R APPRolgp 6PT16N,I 1 NLGD 43b85 WITH NLGD 801.8L ,�E CIF INEby C DE p eAHDER56H GLIDIN4 PATIO poOR (OF- APPRov6D oPTIoH) ytis5 Eq�og¢ 2 NLGD 16068 - O Q I I 2 W . 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